Report (2) /6 74—/ .q?2i1 H Loc yd, s.r 0.21 — Lc} >/c
EODESIGN? FIELD REPORT
Page 1 of 1
GDI Project: Polygon-1 13-05 Prepared By: Zane Rogers
.................._.........
Project Name: Roshak Ridge 2/4/2022
Location: SW Bull Mountain Road and SW Roy Report#: 212
Rogers Road, Tigard
Arrival: 1530 Departure: 1 545
Weather: Fair 50's Permit#: TBA
Site Visit Requested By: Rob (Taylor Morrison) Met With (on site): Rob (cell phone)
Purpose: Evaluate subgrade for lots 204 and 212
Outstanding Issues: FR 210 (1 1/12/21)Gaps under edge of interior footings for Lot 161
Upon arrival, I observed subgrade within lots 204 and 212 had been prepared and had received a 1-2 inch cover
of crushed rock. Subgrade generally consisted of brown silt and some areas within 204 consisting of weathered
basalt. I used a Y2" diameter steel foundation probe to evaluate the consistency of the subgrade. Based on resistance
to penetration, silty subgrade appeared generally stiff to medium stiff.
Based on observations and probing, it is our opinion that lot 204 and 212 subgrade observed today and where
indicated on the attached site plan, has been prepared in general accordance with our geotechnical
recommendations.
Distribution:
Attachments: Site Plan (1);
Reviewed by:
This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering or environmental services.We rely on the contractor to comply with the plans and
specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not include supervision or direction of the contractor,the contractor's employees
or agents. Our firm is not responsible for site safety. This field report is a DRAFT representation of our field observations,testing,and preliminary recommendations. The report can only be
considered final upon review of the CeoDesign project manager,as indicated by initials in the"Reviewed By"section.
Signature:
9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com
LYE TNIE CURVE TAME
GENERAL NOTES
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